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Behavior of tie elements of plain and fibrous concrete and varying cross sections
Luleå tekniska universitet.
2000 (English)In: ACI Structural Journal, ISSN 0889-3241, E-ISSN 1944-7361, Vol. 97, no 2, p. 277-284Article in journal (Refereed) Published
Abstract [en]

The tension stiffening effect on reinforcing bars embedded in concrete prisms is investigated experimentally. Both metallic (steel) and non-metallic (polyolefin and carbon) fibers of different dimensions are used in high-strength concrete mixtures. In addition, the cross section is varied. The softening behavior of the concrete, determined through a uniaxial tension procedure, was used in an analytical model. The model reproduced the dependency of the load-deformation responses of the elements on the tensile behavior of the concrete

Place, publisher, year, edition, pages
2000. Vol. 97, no 2, p. 277-284
National Category
Infrastructure Engineering
Research subject
Structural Engineering
Identifiers
URN: urn:nbn:se:ltu:diva-15580Local ID: f1d7d030-0a10-11dd-ae49-000ea68e967bOAI: oai:DiVA.org:ltu-15580DiVA, id: diva2:988554
Note
Validerad; 2000; 20080414 (cira)Available from: 2016-09-29 Created: 2016-09-29 Last updated: 2017-11-21Bibliographically approved

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CiteExportLink to record
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